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A theoretical model for estimating the water-tightness of jet-grouted cut-off walls with geometric imperfections

机译:用几何缺陷估算喷射灌浆缝墙水密性的理论模型

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摘要

Jet-grouted columns are commonly used to form cut-off walls in various water-seal project applications. However, affected by geological conditions or other factors, the geometric shapes of jet-grouted columns often deviate from the design values, which affects the water-tightness of cut-off walls. The probability distributions of factors inducing geometric defects in the cut-off walls are analyzed first according to field testing to estimate the watertightness of jet-grouted cut-off walls with geometric imperfections. Based on this, three-dimensional simulation models of jet-grouted cut-off walls considering geometric defects are established. A simplified theoretical soil seepage model with a cut-off wall is deduced based on Darcy's law. The geometrical parameters in the simulation model are related to the cut-off thickness in the simplified theoretical model according to the equal seepage flow, and a theoretical model of a jet-grouted cut-off wall considering defects is obtained. Finally, the theoretical model is verified by numerical simulation and field observation, and it is found that the theoretical model can get reliable calculation results. This theoretical model can provide a basis for the parametric design of jet-grouted columns and can also predict the degree of seepage flow before soil excavation.
机译:喷射灌浆柱通常用于在各种水封项目应用中形成截止墙。然而,受地质条件或其他因素的影响,喷射灌浆柱的几何形状通常偏离设计值,这影响了切断墙的水密封性。首先根据现场测试分析截止壁中的几何缺陷的因素的概率分布,以估计喷射灌浆截止墙与几何缺陷的水密性。基于这一点,建立了考虑几何缺陷的喷射灌浆截止墙的三维模拟模型。基于达西法律推导出具有截止墙的简化理论土壤渗流模型。仿真模型中的几何参数与根据相同的渗流流程的简化理论模型中的截止厚度相关,并且获得考虑缺陷的喷射灌浆切断壁的理论模型。最后,通过数值模拟和现场观察验证了理论模型,发现理论模型可以获得可靠的计算结果。该理论模型可以为喷射灌浆柱的参数设计提供基础,并且还可以预测土壤开挖前的渗流程度。

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